US10337549B2 - Method of assembling a floating structure - Google Patents
Method of assembling a floating structure Download PDFInfo
- Publication number
- US10337549B2 US10337549B2 US14/796,791 US201514796791A US10337549B2 US 10337549 B2 US10337549 B2 US 10337549B2 US 201514796791 A US201514796791 A US 201514796791A US 10337549 B2 US10337549 B2 US 10337549B2
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- US
- United States
- Prior art keywords
- tie rod
- nut
- waler
- floating structure
- shaft
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active, expires
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Images
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B33/00—Features common to bolt and nut
- F16B33/006—Non-metallic fasteners using screw-thread
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D39/00—Application of procedures in order to connect objects or parts, e.g. coating with sheet metal otherwise than by plating; Tube expanders
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
- B63C1/00—Dry-docking of vessels or flying-boats
- B63C1/02—Floating docks
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/34—Pontoons
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/34—Pontoons
- B63B35/38—Rigidly-interconnected pontoons
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/14—Floating bridges, e.g. pontoon bridges
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
- E02B3/064—Floating landing-stages
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B35/00—Screw-bolts; Stay-bolts; Screw-threaded studs; Screws; Set screws
- F16B35/005—Set screws; Locking means therefor
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B39/00—Locking of screws, bolts or nuts
- F16B39/02—Locking of screws, bolts or nuts in which the locking takes place after screwing down
- F16B39/021—Locking of screws, bolts or nuts in which the locking takes place after screwing down by injecting a settable material after the screwing down
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B39/00—Locking of screws, bolts or nuts
- F16B39/02—Locking of screws, bolts or nuts in which the locking takes place after screwing down
- F16B39/04—Locking of screws, bolts or nuts in which the locking takes place after screwing down with a member penetrating the screw-threaded surface of at least one part, e.g. a pin, a wedge, cotter-pin, screw
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B39/00—Locking of screws, bolts or nuts
- F16B39/02—Locking of screws, bolts or nuts in which the locking takes place after screwing down
- F16B39/12—Locking of screws, bolts or nuts in which the locking takes place after screwing down by means of locknuts
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49801—Shaping fiber or fibered material
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49826—Assembling or joining
- Y10T29/49947—Assembling or joining by applying separate fastener
- Y10T29/49948—Multipart cooperating fastener [e.g., bolt and nut]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49826—Assembling or joining
- Y10T29/49947—Assembling or joining by applying separate fastener
- Y10T29/49963—Threaded fastener
Definitions
- This invention relates to a nut and tie rod assembly where at least the rod of the assembly is formed from a composite material.
- a further aspect of the invention relates to a method of assembling a floating structure using this form of nut and composite material tie rod assembly.
- connection systems A wide range of structures are assembled from component elements using connection systems.
- the environments in which a structure is to be deployed can dictate the type of connection system employed in its construction and the ability of the connection system to perform effectively over time.
- Floating dock assemblies are deployed in environments where metallic tie rod systems do not perform well. These docks are constantly exposed to water, and commonly salt water, which corrodes metallic rods and weakens them over time. Wave and wake action also rocks the dock structure frequently—fatiguing and potentially resulting in the failure of the rigid metal rods used to assemble the dock.
- connection system or assembly method which addressed any or all of the above issues in relation to floating structures.
- a connection system which is resistant to fatigue and corrosion effects and which required minimal on-going maintenance would also be of advantage over the prior art.
- a nut and tie rod assembly which includes
- a composite material tie rod defining a main shaft with an exterior surface, at least a portion of the exterior surface of the shaft defining an engagement structure
- At least one nut which includes an internal cavity with an interior surface defining an engagement structure which is complimentary to the engagement structure defined on the exterior surface of the shaft of the tie rod,
- tie rod is formed from reinforcing fibres encapsulated within a matrix material.
- At least a portion of the exterior surface of the shaft defining an engagement structure formed by a thread.
- the interior cavity of the nut defines a thread complimentary to a thread defined on the exterior surface of the shaft of the tie rod.
- a nut and tie rod assembly which includes
- a composite material tie rod defining a main shaft with an exterior surface, at least a portion of the exterior surface of the shaft defining a thread, and at least one nut which includes an internal cavity with an interior surface defining a thread complimentary to a thread defined on the exterior surface of the shaft of the tie rod, wherein the tie rod is formed from reinforcing fibres encapsulated within a matrix material.
- a nut and tie rod assembly substantially as described above wherein the tie rod is formed from reinforcing fibres encapsulated in a polymer matrix material.
- a nut and tie rod assembly substantially as described above wherein the composite material rod has an elastic character.
- a nut and tie rod assembly substantially as described above wherein the composite material tie rod has a corrosion resistant character.
- a method of assembling a floating structure characterised by the step of bolting together at least two components of the floating structure using at least one nut and composite material tie rod.
- a method of assembling a floating structure substantially as described above further characterised by the additional step of rotating the nut on the tie rod shaft to contact a bearing flange formed on the nut with the lower of face of the recess formed in the waler.
- the waler may be any member of a structure being a known equivalent to the waler.
- the waler or alternative may comprise wood an/or another known equivalent material.
- the waler may be formed from composite materials such as various forms and combinations of polymers, plastics and/or resins.
- the present invention is arranged to provide a nut and tie rod assembly, with at least the tie rod being formed from a composite material.
- a further aspect of the present invention relates to the provision of a method of assembling a floating structure with the use of this nut and composite material tie rod assembly.
- the rod provided by the invention includes a main shaft which in preferred embodiments is provided with a substantially straight form and a circular cross-section. At least one section or area of the exterior of this tie rod defines an engagement structure used to cooperate with a complimentary engagement structure formed on a nut. In preferred embodiments at least one section or area of the exterior of the tie rod defines an engagement structure formed by a thread.
- a thread provided on the tie rod may be located at one end of the rod.
- a threaded section may be provided at both opposed ends of the tie rod, or alternatively at one end only opposed to a bearing flange or similar blocking member formed on the opposite end of the rod.
- some embodiments of the invention may use a system which does not rely on a nut and thread provided on the rod.
- engagement structures other than threads may be provided in other embodiments.
- some embodiments may, instead of a rod with a helical thread, have a rod with a ring, or series of rings, and the fastener may be forced on to create an interference fit.
- a projecting ring may be formed in the interior of a nut, with a complimentary circular recess being provided at one of more points along the length of the rod.
- complimentary engagement structures may operate with a two-part system which could be placed over the rod and clamped together by a third part, or may—for example—be provided by a locking pin which slots through complimentary apertures formed in both a nut and the shaft of the rod.
- a section—or all—of the exterior surface of the rod may be roughened, with the complimentary engagement structure of the nut being formed by an adhesive applied within the internal cavity of the nut.
- the adhesive applied within the internal cavity will mould around the roughened surface of the rod and once set will provide a complimentary engagement structure to that provided by the roughened surface of the rod.
- a thread applied to the exterior of the rod will have a substantially helical spiral form which corresponds with a complimentary thread formed in the interior cavity of an associated nut. These threads function in a well-known manner to translate rotational motion of the rod or nut into relative longitudinal motion.
- a thread formed on either the tie rod or the nut may have an attenuated or half rope thread configuration.
- Full rope thread arrangements have a wavelike or sinusoidal profile, whereas a half rope thread incorporates a series of flattened peaks which attenuate the extent or width of the thread projecting from the shaft. This half rope thread minimises the amount of material which needs to be removed from the shaft, thereby maximising the final diameter of the shaft and its resulting tensile and shear strength.
- this form of thread has relatively shallow angles which re-directs some of the shear stress exerted on the shaft into hoop stress in the nut.
- These hoop stresses in turn induce radial compressive stresses in the shaft.
- Radial stresses induced in the shaft increase resistance to shear failure of the axial unidirectional load bearing fibres of the shaft thus providing increased resistance to failure at the shaft/rod zone which is the weakest link in the composite system.
- the nut may also deform slightly due to the induced compressive loads and hoop stresses. This deformation redistributes point loads on the thread evenly over all the thread thus minimizing stress concentration within the shaft/rod zone and improving the life of the connector system.
- the thickness of the nut is also increased in such embodiments to withstand the increased radial or hoop stresses generated.
- a rod provided by the invention is formed from a composite material.
- This composite material incorporates reinforcing fibres moulded within an encapsulating matrix material.
- the reinforcing fibres integrated into the matrix material are elastic and to a degree resilient, providing the rod with an elastic character.
- elastic character when used in conjunction with the invention means that the material can stretch and retract to at least a limited degree. This characteristic of the rod allows it to accommodate shrinkage or expansion of the materials it connects together. For example in the case of new waler timbers bolted to the structure of a floating dock these timbers will slowly shrink as they dry out, reducing the distance to be spanned by the length of the tie rod. The elastic character of the tie rod shrinks the length of the rod in these circumstances to maintain a firm connection between the ends of the rod, any associated nut and the materials to be held in position.
- the fibres encapsulated within the rod may be formed from glass or fibreglass material. Glass reinforcing fibres provide the rod with the elastic character required in applications where shrinkage or expansion of materials is anticipated.
- reinforcing rod fibres being formed from glass.
- other types of fibres such as for example carbon, aramid or any equivalent materials—may also be used in conjunction with the present invention.
- the encapsulating matrix material used to form a rod may be formed from any one or combination thereof of polymers such as epoxy, polyurethane, polyester or vinyl ester for example. These materials perform well in harsh environments where metals would normally corrode, while will also providing the resulting tie rod shaft with significant strength.
- tie rod being formed from a fibre reinforced polymer rod or shaft. Again however those skilled in the art will appreciate that other types of encapsulation matrix materials may be employed with various embodiments of the invention.
- fibre reinforced rod materials provides the resulting tie rod with a degree of elasticity in addition to resistance to corrosion effects.
- the elastic character of the rod provides resistance to fatigue, particularly in applications where the materials being connected are subject to movement.
- These materials are also electrical insulators and can be used in applications where electrical isolation is desirable in a connection assembly.
- a nut provided for engagement with the composite material rod may itself be formed from a composite material.
- a nut provided for use with the invention may be formed from fibreglass reinforced nylon and/or glass reinforced nylon and/or glass filled nylon. Again these materials exhibit electrical insulation and corrosion resistance properties which can be useful in various applications.
- a nut provided in accordance with the invention may be formed from or by a lock nut. Due to the resilient character of the tie rod any shrinkage in the materials being connected is compensated for by the rod reducing its own length. A lock nut therefore permanently engages the nut and rod assembly, preventing tampering and reducing the need for maintenance operations to retighten loosened nuts.
- a nut may form or define a perimeter bearing flange at the face of the nut which is initially to engage with the end of the rod.
- This perimeter bearing flange may therefore function as an integral washer for the combined nut and the rod, increasing the exposed surface area of the nut engaged with one of the materials being bolted together.
- This bearing flange can function in much the same way as a washer, evenly spreading the force applied by the nut into the material being connected.
- a further aspect of the present invention provides for a method of assembling a floating structure using the nut and tie rod assembly referenced above.
- This aspect of the invention may be enabled by various arrangements and configurations of the invention's nut and rod assembly, whether they require a single nut per rod or a nut deployed at either end of a rod.
- the invention may facilitate the bolting or tying of wooden components to a floating structure where these wooden components are used to form a gunwale or whaler for the structure.
- the sections of timber used to form the waler can have a number of rod holes drilled through them to receive the shafts of the rods.
- a recess may be formed at one end of each tie rod hole. These recesses can receive a nut to be threaded or screwed onto the end of a composite material tie rod. In preferred embodiments the depth or extent of this recess may receive the entire height or extent of a nut, providing a flat flush exterior surface for the waler.
- the recess and rod hole formed in the timber waler can then be used to receive the shaft of a rod and its terminating nut, with the nut threaded on to the rod to engage the waler with an adjacent component of the floating structure.
- a nut used with the invention in this application may also incorporate or define a perimeter bearing flange substantially as discussed above.
- the nut can be screwed down on the shaft to contact this bearing flange with the lower face of the recess formed in the timber waler.
- the increased surface area contact between the washer like bearing flange can then firmly engage the waler against the components of the structure to be connected.
- Adequate tightening of the nut also stretches the shaft of the rod to take into account any later shrinkage of the timber waler as it dries out with age.
- the present invention may provide many potential advantages over the prior art connectors and connection systems.
- the present invention also facilitates a method of assembling a floating structure which combats the fatigue and corrosion problems associated with the use of existing metallic rod connectors.
- a nut and rod assembly provided by the invention in preferred embodiments presents a polymer exterior surface to both the components that it connects together and the local environment in which it is deployed.
- These polymer materials are highly resistant to the corrosive effects of water—and salt water in particular—while also exhibiting high levels of electrical insulation so as to not promote galvanic corrosion which would occur in a we or marine environment.
- the elastic character of the tie rod provided by the invention maintains a firm connection between the components of a structure even after these components have shrunk or expanded over time.
- the invention therefore ensures that these shrinkage and expansion problems are mitigated while also minimising any subsequent maintenance work required with prior art systems to retighten nuts.
- this elastic character also mitigates fatigue effects to increase the useful lifespan of the rod, particularly when it is subjected to periodic motion.
- the assembly method facilitated for floating structures can also be employed to securely attach timber walers to the sides of such structures.
- Recesses provided at the ends of rod holes can receive entire connecting nuts, presenting a flat exterior surface for the waler.
- the inclusion of a perimeter bearing flange within these nuts provides a strong and secure engagement between the waler, nut and associated rod.
- FIG. 1 shows a perspective view of a tie rod provided in accordance with a preferred embodiment of the invention
- FIG. 2 shows an enlarged side view of one end of the tie rod illustrated by FIG. 1 .
- FIGS. 3 and 4 show side cross section views of the end of the tie rod of the embodiment of FIG. 1 engaged with two difference types of nut
- FIGS. 5 a -5 d show side, end, rear perspective and front perspective views of the nut illustrated with respect to FIG. 3 .
- FIGS. 6 a -6 d show side, end, rear perspective and front perspective views of the nut illustrated with respect to FIG. 4 .
- FIGS. 1 through 6 show a number of components of a nut and tie rod assembly as provided in accordance with a preferred embodiment of the invention.
- FIGS. 1 and 2 show the form of a composite material tie rod 1 provided with the assembly, while FIGS. 3 through 6 illustrate two different forms of nuts which can be engaged with the ends of this tie rod.
- the tie rod 1 defines a main shaft where the two ends of the exterior surface of the shaft define a pair of engagement structures in the form of threads 2 .
- This tie rod is formed from reinforcing glass fibres encapsulated in a thermoset polymer matrix material. This composite material provides the tie rod with an elastic and corrosion resistant character.
- FIG. 2 shows an enlarged side view of one end of the tie rod 1 and the thread 2 formed in its exterior surface.
- the thread has an attenuated or half rope configuration.
- the half rope thread incorporates a series of flattened peaks 3 when compared to the remaining curved troughs 4 .
- the attenuated peaks reduce the extent to which the thread extends into the body the shaft.
- FIGS. 3 and 4 show side cross section views of the end of the tie rod 1 engaged with two difference types of nut 5 , 6 .
- FIGS. 5 a - d and 6 a - d provide side, end, rear perspective and front perspective views of each nut.
- Each nut 5 , 6 includes an internal cavity with an interior surface defining a thread 7 complimentary to a thread 2 defined at either end of the tie rod 1 . As can be seen from FIGS. 3 and 4 this thread is an inverted half rope thread.
- each nut 5 , 6 also defines a perimeter bearing flange 8 . As can be seen from FIGS. 5 and 6 in particular, this flange 8 extends away laterally from the main body of the nut to act as a washer when engaged with the surface of a component to be connected by the assembly.
- Some embodiments of the present invention comprise a bolt or threaded rod in place of a tie rod having a thread at two ends of a rod.
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Abstract
Description
wherein the tie rod is formed from reinforcing fibres encapsulated within a matrix material.
Claims (10)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NZ627284 | 2014-07-10 | ||
| NZ62728414 | 2014-07-10 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| US20160010724A1 US20160010724A1 (en) | 2016-01-14 |
| US10337549B2 true US10337549B2 (en) | 2019-07-02 |
Family
ID=55067264
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US14/796,791 Active 2037-08-28 US10337549B2 (en) | 2014-07-10 | 2015-07-10 | Method of assembling a floating structure |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US10337549B2 (en) |
| AU (1) | AU2015203815B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017200393A1 (en) * | 2016-05-19 | 2017-11-23 | Pultron Composites Limited | Improved dock waler |
| EP4097363B1 (en) * | 2020-01-27 | 2024-07-17 | Miller Dowel Company | Construction using bundled tube and threaded stepped dowels |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3967569A (en) * | 1974-12-30 | 1976-07-06 | Shorter Jr Myron L | Floating dock |
| US4043287A (en) * | 1976-01-29 | 1977-08-23 | Shorter Jr Myron L | Apparatus for connecting floating docks |
| US4070980A (en) * | 1976-06-21 | 1978-01-31 | Shorter Jr Myron L | Channel connector for floating docks |
| US4559891A (en) * | 1982-07-26 | 1985-12-24 | Shorter Jr Myron L | Pontoon |
| US5529012A (en) * | 1994-01-12 | 1996-06-25 | Rytand; David H. | Semi-flexible hinges for a floating dock |
| US5721047A (en) * | 1991-11-01 | 1998-02-24 | Applied Research Of Australia Pty Ltd | Polymeric moldings reinforced with tows of fibers |
| US20010026746A1 (en) * | 2000-03-02 | 2001-10-04 | Frank Calandra | Flange nut |
| US20020067957A1 (en) * | 2000-12-05 | 2002-06-06 | Transpac Marinas, Inc., | Floating concrete dock sections and methods for making the same |
| US20030150368A1 (en) * | 2000-12-29 | 2003-08-14 | Arias Anthony M. | Underwater platforms supported by inflatable sacks |
| US20030177608A1 (en) * | 2002-03-20 | 2003-09-25 | Hozie Wayne A. | Hinge for docks |
| US20100170625A1 (en) * | 2007-07-04 | 2010-07-08 | Hunan Kingbo Carbon-Carbon Composites Co. Ltd. | Fastener and a manufacture process thereof |
| US8955449B2 (en) * | 2012-12-30 | 2015-02-17 | Global Dock and Marina Systems, LLC | Floating dock components and assembly |
-
2015
- 2015-07-08 AU AU2015203815A patent/AU2015203815B2/en active Active
- 2015-07-10 US US14/796,791 patent/US10337549B2/en active Active
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3967569A (en) * | 1974-12-30 | 1976-07-06 | Shorter Jr Myron L | Floating dock |
| US4043287A (en) * | 1976-01-29 | 1977-08-23 | Shorter Jr Myron L | Apparatus for connecting floating docks |
| US4070980A (en) * | 1976-06-21 | 1978-01-31 | Shorter Jr Myron L | Channel connector for floating docks |
| US4559891A (en) * | 1982-07-26 | 1985-12-24 | Shorter Jr Myron L | Pontoon |
| US5721047A (en) * | 1991-11-01 | 1998-02-24 | Applied Research Of Australia Pty Ltd | Polymeric moldings reinforced with tows of fibers |
| US5529012A (en) * | 1994-01-12 | 1996-06-25 | Rytand; David H. | Semi-flexible hinges for a floating dock |
| US20010026746A1 (en) * | 2000-03-02 | 2001-10-04 | Frank Calandra | Flange nut |
| US20020067957A1 (en) * | 2000-12-05 | 2002-06-06 | Transpac Marinas, Inc., | Floating concrete dock sections and methods for making the same |
| US20030150368A1 (en) * | 2000-12-29 | 2003-08-14 | Arias Anthony M. | Underwater platforms supported by inflatable sacks |
| US20030177608A1 (en) * | 2002-03-20 | 2003-09-25 | Hozie Wayne A. | Hinge for docks |
| US20100170625A1 (en) * | 2007-07-04 | 2010-07-08 | Hunan Kingbo Carbon-Carbon Composites Co. Ltd. | Fastener and a manufacture process thereof |
| US8955449B2 (en) * | 2012-12-30 | 2015-02-17 | Global Dock and Marina Systems, LLC | Floating dock components and assembly |
Non-Patent Citations (1)
| Title |
|---|
| Notice of the Result of Substantive Examination of a Patent Application dated Sep. 30, 2018 in related GCC Patent Applicaiton No. 29705. |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2015203815B2 (en) | 2019-06-13 |
| US20160010724A1 (en) | 2016-01-14 |
| AU2015203815A1 (en) | 2016-01-28 |
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